Construction of dilapidated bridge work on Apsaria river at Km. 01 of Bhauni to Kargaina Peera road in Pilibhit district.

Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. Assuming depth of water 4.0 m and height of island 4.5 m. As per Morth 12.9 B

Providing and constructing one span service road to reach island location from one pier location to another pier location. As per Morth 12.9 C

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. As per Morth 12.25 (1100 & 1700)

Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. As per Morth 12.22 (1200 & 1900)

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification. RCC Grade M35. As per Morth 12.38 (1100, 1500 &1700)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15. As per Morth 12.8 (1500, 1700 & 2100)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per Morth 12.4 (1600)

Prestressed / Reinforced cement concrete grade M-20 & above. As per Morth 2.4 C

RCC Grade M35 using batching plant transit mixer & Concrete pump. Height above 5m to 10m. As per Morth 13.5 H (q)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per Morth 13.6 (1600 & 2200)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. As per Morth 13.16 (2000 & 2200)

Using Batching Plant, Transit Mixer and Concrete Pump. RCC/PSC Grade M-40. Height above 10m. As per Morth 14.1E (i) (r)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per Morth 14.2 (1600)

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. As per Morth 14.26 (2607)

Drainage Spouts complete as per drawing and Technical specification. As per Morth 14.9 (2705)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. As per Morth 14.10 (2700)

RCC M30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. As per Morth 14.11 (1500,1600,1700 & 2704)

Type - A, "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (As per Lko SOR Ch-26 sl no-26)

Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with lead upto 30 m as per technical specificaton clause 301.5 (Carted Earth)

Construction (E/W in cutting/Filling of Patri) of subgrade and earthen shoulders with approved material obtained from boeeowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 (Carted Earth)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete work.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density complete work.(WBM Grading-2)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete work.(WBM Grading-3)

Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 5.1-502.

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 5.9-508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510.

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. SOR 765.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Clause No. 15.5 (2504).

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Clause No. 15.1 (2503).